| Author |
Message |
 Topic: Job Oppertunities for Structural Engineers |
gorhemant
Replies: 0
Views: 1064
|
 Forum: SEFI General Discussion Posted: Sun Jun 12, 2011 6:14 pm Subject: Job Oppertunities for Structural Engineers |
http://twitter.com/structurejob
http://www.ncejobs.co.uk
Very Useful link for job openings for structural engineers / Civil Engineers |
| Topic: ISTRUCTE Preparation Course in Dubai |
gorhemant
Replies: 0
Views: 1866
|
Forum: SEFI General Discussion Posted: Wed Oct 06, 2010 9:57 am Subject: ISTRUCTE Preparation Course in Dubai |
| [SIZE=3][FONT=Arial][SIZE=3][FONT=Arial][/FONT][/SIZE][/FONT][/SIZE][/FONT] |
| Topic: Structural Design |
gorhemant
Replies: 1
Views: 1415
|
Forum: SEFI General Discussion Posted: Thu Oct 22, 2009 3:41 am Subject: Structural Design |
The Structural design blog
http://safeandeconomicdesign.blogspot.com/
provides very useful information for young engineers on Concept and Detailed design of structures |
| Topic: Precompression Issue |
gorhemant
Replies: 1
Views: 7806
|
Forum: E-Conferences-2008 [ Flat Slab Design issues ] Posted: Sun Jan 04, 2009 10:05 am Subject: Precompression Issue |
Nitin,
The Technical Report 43 (TR43) specialised document on PT slab design also recommend Minimum Average Effective Prestress of 0.7MPa in clause 2.4.
It reads as follows
"Past experience sh ... |
| Topic: Presentation on PT in Building Projects |
gorhemant
Replies: 4
Views: 10458
|
Forum: E-Conferences-2008 [ Flat Slab Design issues ] Posted: Fri Jan 02, 2009 6:08 am Subject: Presentation on PT in Building Projects |
| I have attached herewith one presentation on PT slab/beam design for building projects. I hope it will answer many questions raised on Econf. I am also attaching one document published by Freyssinet o ... |
| Topic: Post tensioned slabs |
gorhemant
Replies: 45
Views: 55880
|
Forum: E-Conferences-2008 [ Flat Slab Design issues ] Posted: Wed Dec 24, 2008 11:24 am Subject: Post tensioned slabs |
we are transferring compressive force to concrete slab. The stresses in slab due to prestress are of reversed nature compared to one due to dead/live load.
The standard document on PT slab design TR ... |
| Topic: Welcome to e-conference on flat slabs |
gorhemant
Replies: 13
Views: 25474
|
Forum: E-Conferences-2008 [ Flat Slab Design issues ] Posted: Mon Dec 22, 2008 9:33 am Subject: Welcome to e-conference on flat slabs |
Subject : Post - Tension Flat Introduction
Reinforced Concrete and Post -Tension Flat slab system are very common floor system in Middle East region. The most of the part of Middle East region fall ... |
| Topic: Dia. of distribution bar |
gorhemant
Replies: 6
Views: 3343
|
Forum: SEFI General Discussion Posted: Sat Jul 05, 2008 12:33 pm Subject: Dia of Distribution bar |
| The Crack width is directly propertional to spacing between bars. So it is always adviceble to keep distance between bars to 150mm ( 12 Inch) in water retaining structure. So one must always prefer to ... |
| Topic: Post tensioning |
gorhemant
Replies: 3
Views: 3704
|
Forum: SEFI General Discussion Posted: Fri Jun 27, 2008 2:15 pm Subject: Post tensioning |
The BS 8110-Part 1 and TR-43 (2nd Edition) (Technical Report 43) (Published by Concrete Society) are the two documents required for PT slab and beam design.
We design PT elements for Buildings as CLA ... |
| Topic: RCC column Axial Load and Biaxial moment (working stress) |
gorhemant
Replies: 1
Views: 3898
|
Forum: SEFI General Discussion Posted: Fri Jun 27, 2008 7:49 am Subject: IRC Code Working Stress Method |
All International Bridge Codes have changed to Limit State Method (BS 5950, AASHTO etc.). We are surprise to see our IRC (Indian Road Congress) Codes are still working on 50 Years old theory.
We kno ... |
| |
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